{"created":"2023-03-31T01:43:31.076043+00:00","id":4067,"links":{},"metadata":{"_buckets":{"deposit":"cc859dbc-739b-4b72-923f-5bfa4c6c5a6a"},"_deposit":{"id":"4067","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"4067"},"status":"published"},"_oai":{"id":"oai:nied-repo.bosai.go.jp:00004067","sets":[]},"author_link":[],"item_10001_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2009-04"},"bibliographicIssueNumber":"5","bibliographicPageEnd":"654","bibliographicPageStart":"635","bibliographicVolumeNumber":"38","bibliographic_titles":[{"bibliographic_title":"EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS","bibliographic_titleLang":"en"}]}]},"item_10001_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"A new framework is presented for analysis of dynamic collapse behavior of steel frames using large-scale parallel finite element method based on the domain decomposition method. The analysis software is based on ADVC as a part of the E-Simulator that takes advantage of recent development of computer science and high-performance parallel computing in computational mechanics. By making an analysis model with fine meshing, a complicated sequence of local buckling of columns and beams can be simulated. Numerical results are shown for dynamic collapse analysis of single-story and 5-story frame models to show that the global and local behaviors are simultaneously simulated by a high-precision finite element analysis. Eigenvalue analysis is also carried out for a 31-story frame to demonstrate that dynamic analysis can be carried out for a structure discretized to solid elements with more than 70 million DOFs. Copyright (C) 2009 John Wiley & Sons, Ltd.","subitem_description_language":"en","subitem_description_type":"Other"}]},"item_10001_publisher_8":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"JOHN WILEY & SONS LTD","subitem_publisher_language":"en"}]},"item_10001_relation_14":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type_id":{"subitem_relation_type_id_text":"10.1002/eqe.900"}}]},"item_10001_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1096-9845","subitem_source_identifier_type":"EISSN"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"Makoto Ohsaki","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"Tomoshi Miyamura","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"Masayuki Kohiyama","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"Muneo Hori","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"Hirohisa Noguchi","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"Hiroshi Akiba","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"Koichi Kajiwara","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"Tatsuhiko Ine","creatorNameLang":"en"}]}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"eng"}]},"item_title":"High-precision finite element analysis of elastoplastic dynamic responses of super-high-rise steel frames","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"High-precision finite element analysis of elastoplastic dynamic responses of super-high-rise steel frames","subitem_title_language":"en"}]},"item_type_id":"40001","owner":"1","path":["1670839190650"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2023-03-30"},"publish_date":"2023-03-30","publish_status":"0","recid":"4067","relation_version_is_last":true,"title":["High-precision finite element analysis of elastoplastic dynamic responses of super-high-rise steel frames"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-03-31T01:43:32.917387+00:00"}